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Construction Of Road -Peesapadu Tyalluru Rb Road From Tyalluru To Pedapalem Via Uyyandana Anathavaram Mittapalem In Krosuru Mandal With Estimate Cost Rs.636.00 Lakhs, krosuru-Andhra Pradesh

Panchayat Raj Department has published Construction Of Road -Peesapadu Tyalluru Rb Road From Tyalluru To Pedapalem Via Uyyandana Anathavaram Mittapalem In Krosuru Mandal With Estimate Cost Rs.636.00 Lakhs. Submission Date for this Tender is 26-12-2023. Road Work Tenders in krosuru Andhra Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

40946622
Corrigendum : Construction Of Road -Peesapadu Tyalluru Rb Road From Tyalluru To Pedapalem Via Uyyandana Anathavaram Mittapalem In Krosuru Mandal With Estimate Cost Rs.636.00 Lakhs
Open Tender
Indian
Andhra Pradesh
krosuru
26-12-2023

Tender Details

Construction Of Road -Peesapadu Tyalluru Rb Road From Tyalluru To Pedapalem Via Uyyandana Anathavaram Mittapalem In Krosuru Mandal With Estimate Cost Rs.636.00 Lakhs

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 07-Dec-2023 Description of Speed breakers and stop boards Other 26-12-2023
2 07-Dec-2023 EMD Fee Details Other 26-12-2023

Key Value

Document Fees
Refer document
EMD
INR 964000.0 /-
Tender Value
INR 4.81 Crore /-

BOQ Items

Name of Work:AP06PIIIKROSU01 T15-Peesapadu Tyalluru RB road from Tyalluru to Pedapalem via Uyyandana Anathavaram Mittapalem in Krosuru Mandal with Estimate cost Rs.636.00 lakhs
Sl. No. Item Description
1Road Portion
2Clearing 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.
3Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete.
4Construction 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.
5Construction of improved subgrade 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 MORD / 305 MORTH, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
6Construction of granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
7Construction 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.
8Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial 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 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 GST and seigniorage etc., complete
9Providing 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 Primer Coat
10Providing and laying surface dressingin Two Coats,for 1st coat using 13.2 mm nominal size IRC HBG machine crushed stone aggregates @ 0.010 cum / sqm on a layer of bitumen binder of 60/70 grade @ 1.00 kg / sqm laid on prepared surface and rolling with 8-10 TPower Road Roller etc., complete for finished item of work as per MoRDSpecification 5.6/507and as directed by the Engineer-in-charge. including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete(First coat of Surface dressing using Bituminuouswith out precoating)
11Providing and laying surface dressingsecond coat ( with Pre coating of Chips with 1 % of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per techical specification clause 507.2.5) using 9.5mm nominal size IRC HBG machine crushed stone aggregates @ 0.008 cum / sqm on a layer of bitumen binder of 60/70 grade @ 1.00 kg / sqm laid on prepared surface and rolling with 8-10 TPower Road Roller etc., complete for finished item of work as per MoRD Specification 5.6/507and as directed by the Engineer-in-charge. including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete(a) Pre coating of Chips with 1 % of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per techical specification clause 507.2.5)
12Road Furniture
13Reinforced 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)
14Reinforced 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
15Reinforced 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
16Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing and as per IRC:67 made oftype Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTHfixed over Alluminium Composite Material of 4mm thickness as per Drawings, top and middle plate duly welded with MS flat iron 25mmx5mm size on black. Three boards are welded with 25mmx25mmx5mm MS angleallround the edges.The lower plateframeandiron frame of middle plate will be welded to 2 nos 75mmx75mm x 6mm mm MShallow squaretubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 49.5mm x 49.50mm x 4.50mm of MS hallow square tube. The 75mm x75mmx6mm hallow sqareMS tubes welded with 50 x 50x 6 mm angle iron hold fasts of 300 mm long at bottom ( 2no for each leg) .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
17Providing and fixing of Maintenance information board as per IRC:67 made oftype Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTHfixed over Alluminium Composite Material of 4mm thicknessof size of 900 x 1500 mmon a frame made up of 25X25X6mm thick MS anglesand welded toMS flat Iron plates 75 x 5 mm size on back and welded to 75 mm x 75mm x 6mm MS hallow squar tube frame of height 3.00m as per the drawing and painted with ready mixed syntheticenamel paint of superiorquality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications.The 75mm x75mmx6mm hallow sqareMS tubes welded with 50 x 50x 6 mm angle iron hold fasts of 300 mm long at bottom ( 2no for each leg)and painted with primer and two coats of epoxypaint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete.
18Providing and fixing of Citizen informationboard as per MoRD specifications and drawings. as per IRC:67 made oftype Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTHfixed over Alluminium Composite Material of 4 mm thickness consisting of 2 boardsof size750 x 900 mmon a frames made up of 25X25X5mm thick MS angles and welded toMS flat Iron plates 75 x 5 mm size on back and welded to 75 mm x 75mm x6mm MS hallow squar tube frame of height 3.05m as per the drawing and painted with ready mixed syntheticenamel paint of superiorquality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications. The 75mm x75mmx6mm hallow sqareMS tubes welded with 50 x 50x 6 mm angle iron hold fasts of 300 mm long at bottom ( 2no for each leg)and painted with primer and two coats of epoxypaint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete.
19Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing.Three Alluminium Composite Material , top and Bottom plate duly Revited with MS flat iron 25mmx5mm size on black on edges.The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 1 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm with 2 nos of 50mmx5mm MS angles for hold fasts, 600mm below ground level.The top most diamond plate andBottom Plate will be made with 25mmX25mmX5mm MS Angles andwelded MS tube tube.All MS painted Epoxy 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
20at Speed breakers near Junctions,T Boards at junctions ,Prohibited boardsat junctions (triangle of size 600 X 600mm size)
21Stop boards at junctions(900 mm side octogen)
22Providing and erecting direction and place identification retro-refectorised sign as per IRC:67 made of encapsulated lens type refective type sheeting vide clause 1701.2.3 MORD fixed over aluiminium sheeting,2 mm thick with area not exceeding 0.90 sqm supported on mild steel iron posts 75x75x6 mm firmly fixed to ground by means of propoerly designed foundation with M15 grade cement concrete 450x450x600 mm with 2 nos of Hold fasts of size 50mmx6mm MS angles,600 mm below groubd level as per drawings and technical specification clause 1701 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.
23Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment 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 bridge works and also confirming to IRC 35 -1997 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.
24Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work 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.
25Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
26Const. of 1V-1000mm dia pipe culverts
27Earthwork 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
28Fillingin 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.
29Providing 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 coarse
30Plain 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
31Providing 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 - For Pipe Culverts
32Sub Work:Construction of 2 vent 4 mts span RCC slab culvert (1 No)
33Earthwork 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, GST and Seigneorage etc., complete- For Foundations
34Filling in foundation trenches with Sand 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 foundations.
35Providing 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, excluding GST and Seigneorage etc., complete For levelling course
36Plain 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 below GL
37Plain 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 above GL
38Reinforced 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,excluding GSTand Seigneorage etc., complete (upto 5m height) for Bed Blocks.
39Providing 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, excluding GST and Seigneorage etc., complete upto 5m height. - For Super Structure (Deck slab)
40Providing and laying cement concrete wearing coarse 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-
41Cost, 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
42Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 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,excluding GST etc., complete- For Sub Structures
43Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 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, excluding GST etc., complete - For Super Structures
44:Construction of 1vent 3 mts span RCC Box culvert (1 No)
45Earthwork 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, GST and Seigneorage etc., complete- For Foundations
46Filling in foundation trenches with Sand 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 foundations.
47Providing 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, excluding GST and Seigneorage etc., complete For levelling coarse
48Plain 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 below GL
49Plain 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 above GL
50Reinforced 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,excluding GSTand Seigneorage etc., complete (upto 5m height) for Bed Blocks.
51Providing 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, excluding GST and Seigneorage etc., complete upto 5m height. - For Super Structure (Deck slab)
52Providing 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-
53Cost, 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
54Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 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,excluding GST etc., complete- For Sub Structures
55Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 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, excluding GST etc., complete - For Super Structures
56Construction of Retaining wall
57Earthwork 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,excluding GST and Seigneorage etc., complete- For Foundations
58Filling in foundation trenches with Sand 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 foundations.
59Providing 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, excluding GST and Seigneorage etc., complete For levelling coarse
60Plain 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 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, excluding GST and Seigneorage etc., complete
61Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
62Supplying, fitting and placing HYSD bar reinforcement (Fe 415) 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 foundations
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