Tender For Consisting Of 6 Works In Malkipuram, Mamidikuduru, Razole And Sakhinetipalli Mandals Of East Godavari District. (2Nd Call ), Razole-Andhra Pradesh

TDR : 35703924

Tender Notice
BOQ

Expired

Razole , Andhra Pradesh

Tender Brief : Tender For Consisting Of 6 Works In Malkipuram, Mamidikuduru, Razole And Sakhinetipalli Mandals Of East Godavari District. (2Nd Call )

Document Fees
Refer document

EMD
₹ 417000.0 /-

Tender Value
Refer document

Submission Date
10-02-2023

Competition Type
Indian

Bidding Type
Tender

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1	Road from Flood Bank to Pallipalem via Nallivarigroup in Ramarajulanka of Malikipuram Mandal, Est.Rs.120.00 Lakhs
2	Road Portion
3	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
4	Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
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 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
6	Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
7	Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withvibratory roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work.
8	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / 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/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
9	Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type 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 micron thick , 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 joints @3.25 m spacing, construction joints,primer, sealant, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing).
10	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
11	Construction of 600 mm dia Pipe Culvert (at KM 1/300) 1No - 7.50m long
12	Earthwork in excavation for structures in ordinary soils 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 up to 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 all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges.
13	Filling with 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 etc., complete for finished item of work.
14	Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days, all incidental charges i.e., bailing outwater etc., 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 & Seignorage Charges for Leveling Coarse.
15	Providing concrete for Plain Concrete M 15 (Nominal mix) using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed 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 & Seignorage Charges for Head walls.
16	Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for 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 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia.
17	Road Furniture
18	Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
19	Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
20	Providing & fixing of typical informatory sign board as per MORD specification and drawing. Three Alluminium composite material as per drawing, top and middle plate duly welded with MS flat iron 25mmx5mm size on back 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 450mmx450mm600mm, 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 if MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete.
21	Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing and technical specification clause 1701 MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete. for speed breakers, T Boards at junctions and Prohibited boards
22	Pavement marking with hot line applied Thermo plastic compound 2.50mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing center line marking 300 cms legth and 10cm width with a gap of 450 cms including cost and conveyance of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridges works and also confirming to IRC 35- 1997 oncluding cost and conveyance of all materials,all labour charges,over head charges & contractor profit but excluding GST and seigniorage chargesetc., complete for finished item of work for
23	Road from R & B Road to Thotameraka in Gogannamattam of Mamidikuduru Mandal, Est.Rs.75.00 Lakhs
24	Road Portion
25	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
26	Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
27	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/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
28	Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
29	Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withvibratory roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work.
30	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / 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/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
31	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 (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
32	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 overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
33	Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading,(Grading II using 9.50mm nominal size)premixed with bituminous binder @5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRD specification clause No. 509 complete in all respects including overhead charges & Contractor profit but excluding GST and seigniorage charges etc., complete for finished item of work.
34	Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type 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 micron thick , 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 joints @3.25 m spacing, construction joints,primer, sealant, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing).
35	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
36	Construction of 600 mm dia Pipe Culvert (at KM 1/300) 1No - 7.50m long
37	Earthwork in excavation for structures in ordinary soils 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 up to 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 all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges.
38	Filling with 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 etc., complete for finished item of work.
39	Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days, all incidental charges i.e., bailing outwater etc., 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 & Seignorage Charges for Leveling Coarse.
40	Providing concrete for Plain Concrete M 15 (Nominal mix) using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed 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 & Seignorage Charges for Head walls.
41	Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for 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 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia.
42	Road Furniture
43	Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
44	Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
45	Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for village boards of size 900 x 600 mm.
46	Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for village boards of size 1500 x 1200 mm.
47	Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing and technical specification clause 1701 MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete. for speed breakers, T Boards at junctions and Prohibited boards
48	Pavement marking with hot line applied Thermo plastic compound 2.50mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing center line marking 300 cms legth and 10cm width with a gap of 450 cms including cost and conveyance of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridges works and also confirming to IRC 35- 1997 oncluding cost and conveyance of all materials,all labour charges,over head charges & contractor profit but excluding GST and seigniorage chargesetc., complete for finished item of work for
49	Road from Mamidikuduru R & B Road to Erlacheruvu in Mamidikuduru Mandal, Est.Rs.99.96 Lakhs
50	Road Portion
51	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
52	Cutting of Trees (girth 900 to 1800mm), including cutting of trunks, branches and removal of stumps and roots,refilling, compaction of back filling and stacking of serviceable material by manual means with all leads and lifts as per technical specification clause 201 (A) (iii) of MORD excluding GST.
53	Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
54	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/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
55	Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
56	Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withvibratory roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work.
57	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / 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/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
58	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 (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
59	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 overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
60	Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading,(Grading II using 9.50mm nominal size)premixed with bituminous binder @5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRD specification clause No. 509 complete in all respects including overhead charges & Contractor profit but excluding GST and seigniorage charges etc., complete for finished item of work.
61	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
62	Road Furniture
63	Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
64	Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
65	Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for village boards of size 900 x 600 mm.
66	Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineer-in-charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for village boards of size 1500 x 1200 mm.
67	Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing and technical specification clause 1701 MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete. for speed breakers, T Boards at junctions and Prohibited boards
68	Pavement marking with hot line applied Thermo plastic compound 2.50mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing center line marking 300 cms legth and 10cm width with a gap of 450 cms including cost and conveyance of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridges works and also confirming to IRC 35- 1997 oncluding cost and conveyance of all materials,all labour charges,over head charges & contractor profit but excluding GST and seigniorage chargesetc., complete for finished item of work for
69	Road from R & B Road to Yenugupallivarigroup (Ranga Byepass road) in Razole (V) & (M), Est.Rs.60.00 Lakhs
70	Road Portion
71	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
72	Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
73	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/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
74	Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withvibratory roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work.
75	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / 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/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
76	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 (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
77	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 overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
78	Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading,(Grading II using 9.50mm nominal size)premixed with bituminous binder @5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRD specification clause No. 509 complete in all respects including overhead charges & Contractor profit but excluding GST and seigniorage charges etc., complete for finished item of work.
79	Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type 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 micron thick , 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 joints @3.25 m spacing, construction joints,primer, sealant, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing).
80	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
81	Road Furniture
82	Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
83	Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
84	Providing and erecting direction and place identification of semi reflective sign boards up to 0.9 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 70mm width and required message,letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour supported and welded on 47mm x 47mm of 12 SWG square tube of 3050 mm heigh duly strengthned by 25mmx5mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600mm below ground level as per drawing and technical specification clause 1701 MORD including contracotr profit & over head charges, but excluding GST and seigniorage etc., complete up to 0.9 sqm size board.
85	Providing & fixing of typical informatory sign board as per MORD specification and drawing. Three Alluminium composite material as per drawing, top and middle plate duly welded with MS flat iron 25mmx5mm size on back 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 450mmx450mm600mm, 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 if MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete.
86	Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing and technical specification clause 1701 MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete. for speed breakers, T Boards at junctions and Prohibited boards
87	Pavement marking with hot line applied Thermo plastic compound 2.50mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing center line marking 300 cms legth and 10cm width with a gap of 450 cms including cost and conveyance of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridges works and also confirming to IRC 35- 1997 oncluding cost and conveyance of all materials,all labour charges,over head charges & contractor profit but excluding GST and seigniorage chargesetc., complete for finished item of work for
88	Road from KNF Road to KNF road via Cockpit, Luthern High School, Jayapeta in Sakhinetipalli (V) & (M), Est.Rs.100.00 Lakhs
89	Road Portion
90	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
91	Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
92	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/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
93	Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withvibratory roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work.
94	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / 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/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
95	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 (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
96	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 overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
97	Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading,(Grading II using 9.50mm nominal size)premixed with bituminous binder @5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRD specification clause No. 509 complete in all respects including overhead charges & Contractor profit but excluding GST and seigniorage charges etc., complete for finished item of work.
98	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
99	Construction of 600 mm dia Pipe Culvert (at KM 0/330) 1No - 7.50m long
100	Earthwork in excavation for structures in ordinary soils 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 up to 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 all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges.
101	Filling with 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 etc., complete for finished item of work.
102	Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days, all incidental charges i.e., bailing outwater etc., 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 & Seignorage Charges for Leveling Coarse.
103	Providing concrete for Plain Concrete M 15 (Nominal mix) using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed 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 & Seignorage Charges for Head walls.
104	Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for 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 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia.
105	Road Furniture
106	Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
107	Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
108	Providing and erecting direction and place identification of semi reflective sign boards up to 0.9 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 70mm width and required message,letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour supported and welded on 47mm x 47mm of 12 SWG square tube of 3050 mm heigh duly strengthned by 25mmx5mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600mm below ground level as per drawing and technical specification clause 1701 MORD including contracotr profit & over head charges, but excluding GST and seigniorage etc., complete up to 0.9 sqm size board.
109	Providing & fixing of typical informatory sign board as per MORD specification and drawing. Three Alluminium composite material as per drawing, top and middle plate duly welded with MS flat iron 25mmx5mm size on back 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 450mmx450mm600mm, 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 if MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete.
110	Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing and technical specification clause 1701 MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete. for speed breakers, T Boards at junctions and Prohibited boards
111	Pavement marking with hot line applied Thermo plastic compound 2.50mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing center line marking 300 cms legth and 10cm width with a gap of 450 cms including cost and conveyance of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridges works and also confirming to IRC 35- 1997 oncluding cost and conveyance of all materials,all labour charges,over head charges & contractor profit but excluding GST and seigniorage chargesetc., complete for finished item of work for
112	Road from Chinthalamori - Gondi R & B Road to Gudimula in Sakhinetipalli (V) & (M), Est.Rs.80.00 Lakhs
113	Road Portion
114	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
115	Cutting of Trees (girth 900 to 1800mm), including cutting of trunks, branches and removal of stumps and roots,refilling, compaction of back filling and stacking of serviceable material by manual means with all leads and lifts as per technical specification clause 201 (A) (iii) of MORD excluding GST.
116	Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
117	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/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
118	Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
119	Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withvibratory roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work.
120	Providing, laying, spreading and compacting HBG graded machine crushed 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, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN / 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/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
121	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 (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
122	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 overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
123	Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading,(Grading II using 9.50mm nominal size)premixed with bituminous binder @5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRD specification clause No. 509 complete in all respects including overhead charges & Contractor profit but excluding GST and seigniorage charges etc., complete for finished item of work.
124	Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
125	Construction of 600 mm dia Pipe Culvert (at KM 0/650) 1No - 7.50m long
126	Earthwork in excavation for structures in ordinary soils 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 up to 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 all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges.
127	Filling with 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 etc., complete for finished item of work.
128	Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days, all incidental charges i.e., bailing outwater etc., 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 & Seignorage Charges for Leveling Coarse.
129	Providing concrete for Plain Concrete M 15 (Nominal mix) using 40, 20 & 10mm size HBG machine crushed (SS5) graded hard stone aggregate, mechanically mixed, placed 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 & Seignorage Charges for Head walls.
130	Providing and laying NP3 Reinforced Cement Concrete Socket and spigot pipes confirming to BIS 458/2003for 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 1106 MORD, including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work with 600mm dia.
131	Road Furniture
132	Providing and fixing of kilometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
133	Providing and fixing of Hectometre stones precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
134	Providing and erecting direction and place identification of semi reflective sign boards up to 0.9 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 70mm width and required message,letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour supported and welded on 47mm x 47mm of 12 SWG square tube of 3050 mm heigh duly strengthned by 25mmx5mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600mm below ground level as per drawing and technical specification clause 1701 MORD including contracotr profit & over head charges, but excluding GST and seigniorage etc., complete up to 0.9 sqm size board.
135	Providing & fixing of typical informatory sign board as per MORD specification and drawing. Three Alluminium composite material as per drawing, top and middle plate duly welded with MS flat iron 25mmx5mm size on back 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 450mmx450mm600mm, 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 if MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete.
136	Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawing and technical specification clause 1701 MORD including contractors profit & over head charges, but excluding GST and seigniorage etc., complete. for speed breakers, T Boards at junctions and Prohibited boards
137	Pavement marking with hot line applied Thermo plastic compound 2.50mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing center line marking 300 cms legth and 10cm width with a gap of 450 cms including cost and conveyance of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164-1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridges works and also confirming to IRC 35- 1997 oncluding cost and conveyance of all materials,all labour charges,over head charges & contractor profit but excluding GST and seigniorage chargesetc., complete for finished item of work for

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Tender For Consisting Of 6 Works In Malkipuram, Mamidikuduru, Razole And Sakhinetipalli Mandals Of East Godavari District. (2Nd Call ), Razole-Andhra Pradesh

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Tender For Consisting Of 6 Works In Malkipuram, Mamidikuduru, Razole And Sakhinetipalli Mandals Of East Godavari District. (2Nd Call ), Razole-Andhra Pradesh

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