Construction Of H.L.Bridge ( 70M ) Over Local Nallah On Balipanka Chandiput Road In The District Of Gajapati Under Bsy. ( Span 3 X 22.35M )
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Bid Submission
12 May 2022
0 days left
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Bank guarantee accepted
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10000
Non-refundable
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Online
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NCB
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Location / State
mohana → Odisha
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Not Available
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Project Description
Construction Of H.L.Bridge ( 70M ) Over Local Nallah On Balipanka Chandiput Road In The District Of Gajapati Under Bsy. ( Span 3 X 22.35M )
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges, rataining walls and other structures comprising of P.C.C. / R.C.C. including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per direction of the Engineer-in-Charge. |
| 2 | Earth work in cutting overburden earth in all kinds of soil including hard or gravelly and stoney earth mixed with bouldersincluding dressing& leveling the sides to the required width and depth including dewatering, providing coffer dam if required and stacking the excavated earth away from the working area as per specification & direction of Engineer-in-Charge |
| 3 | Supply & fitting fixing in position steel cutting edge as per approved design & drawing weighing not less than 80kg. Per meter including steel cladding using M.S. Angles / rods, plates bolts & nuts, rivets complete including bindingto size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost conveyance & all taxes of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the required level as indicated in Drg. or as per written order of the Engineer-in -Charge) as per specification and direction of the Engineer in charge.. |
| 4 | Labour of sinking single circular well casion/ cribwell of specified external diameter in all kinds of soil /soft rock/ hard rock to lines levels & plumb by scoping out from inside the well & below the steining by chiselling, grabbing blasting (if required) etc, including cost of dredging chiseling, hammering, cutting with pick axes & crww bars, jack hammers or using any other modern devices for removing the rock i.e. methods of sinking inside rock strata, including cost of necessary tools & plants supply & working of pumps, greders & compressors, derrick, winches, cranes etc. ballings out of water & gredging removing all materials & obstacles from inside the wells by divers excluding pneumatic sinking with Air lock (however the use of exposives in removing & braking the rocks is prohibited inside the well if steel, cladding has not been provided) & removing the materials & obstaces from inside the wells by divers & other mechanical devices inclusive of hire & running charges of all such machinery including materials & labour charges for providing kentledge |
| 5 | loading if necessary and sinking to the required depth by loading with proper design and pre approved weight and taking precautions adquately against tilting and shifting and disposal of the dredged materials away from the well as per direction of EIC with all leads and lifts including islanding providing foot bridges if necessary and including hire and running charges of all machinary cost of all labour with all leads and lifts complete in all respect including all incidental charges like temporary sand filling, top plugging of well etc. for safty of the structure during execution as directed by the EIC (payment will only be made for sinking of the well and other items required for well sinking operation will only incidental and no payment will be made for such items) |
| 6 | i) All kinds of soil |
| 7 | Upto 10 M depth |
| 8 | a) Abutments (7.50m dia) |
| 9 | b) Pier (6.50m dia) well |
| 10 | ii) Soft Rock |
| 11 | a) Abutments (7.50m dia) |
| 12 | b) Pier (6.50m dia) well |
| 13 | iii) Hard Rock |
| 14 | a) Abutments (7.50m dia) well |
| 15 | c) Pier (6.50m dia) well |
| 16 | RCC of design mix of M-250 grade having specified characteristiecs compressive strength / traget means strength of 250 Kg./ Cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm . Cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS516/IRC 216/1987/ IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded sizes & proportion as specified in clause-302.62 of IRC 21/1987 & IS - 10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry and using mnimum quantity of cement confirming to codal provision including hoisting, lowering, & laying concrete in layers not |
| 17 | exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whatever necessary including cost , conveyance royalities and all other taxes of all materials with all leads & lifts , cost of all labour T&P machenaries, cess etc.required for the work including dewatering if necesary, complete in all respects as per direction of the Engineer-in-charges but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding, welding and tying the grills lapping spacing etc.where every necessay & hoisting & placing in posting (to be paid separately as require for RCC work) |
| 18 | Well Curb |
| 19 | Well Steining |
| 20 | RCC Railing & Post |
| 21 | RCC of design mix of M-200 grade having specified characteristiecs compressive strength / traget means strength of 200 Kg./ Cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm . Cubes at 28 days curing after mixing & tests conducted in accordance with relevant cluses of IS 456/IS516/IRC 216/1987/ IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded sizes & propertion as specified in clause-302.62 of IRC 21/1987 & IS - 10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry and using mnimum quantity of cement confirmaing to codal provision including hoisting, lowering, & laying concrete in layers not |
| 22 | exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whetever necessary including cost , conveyance royalities and all other taxes of all materials with all leads & lifts , cost of all labour T&P machenaries etc.required for the work including dewatering if necesary, complete in all respects as per direction of the Engineer-in-charges but excluding cost, conveyance of tor steel & binding wire & labour charges for streightening, cutting, beinding, binding, welding and tying the grills lapping specing etc.where every necessay & hoisting & placing in positing (to be paid separately as require for RCC work) |
| 23 | Well Steining |
| 24 | RCC of design mix of M-300 grade having specified characteristiecs compressive strength / traget means strength of 300 Kg./ Cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm . Cubes at 28 days curing after mixing & tests conducted in accordance with relevant cluses of IS 456/IS516/IRC 216/1987/ IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded sizes & propertion as specified in clause-302.62 of IRC 21/1987 & IS - 10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry and using mnimum quantity of cement confirmaing to codal provision including hoisting, lowering, & laying concrete in layers not |
| 25 | exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whetever necessary including cost , conveyance royalities and all other taxes of all materials with all leads & lifts , cost of all labour T&P machenaries etc.required for the work including dewatering if necesary, complete in all respects as per direction of the Engineer-in-charges but excluding cost, conveyance of tor steel & binding wire & labour charges for streightening, cutting, beinding, binding, welding and tying the grills lapping specing etc.where every necessay & hoisting & placing in positing (to be paid separately as require for RCC work) |
| 26 | Abutment andpier cap, Well cap |
| 27 | Superstructure |
| 28 | Abutment & Pier Shaft |
| 29 | Wing Wall |
| 30 | Dirt wall |
| 31 | Wearing coat |
| 32 | Approach Slab |
| 33 | Cement concrete with M-150+10% extra cement to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty & other taxes of all materials, labour, cess, hire charges of all T&P & machineries required for the work complete in all respect. (in case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in-Charge). |
| 34 | Bottom Plugging |
| 35 | Providing PCC M-15 of controlled quality having minimum cube strength of 150 Kg/cm2 on 150 mm cube at 28 days using clean hard crusher broken granite aggregate of 40mm and down graded size of constitent with strength and cover of concrete etc. complete including hoisting, lowering laying in position in layers not exceeding 15cm thick including watering, curring, dewatering, shoring side shuttering if necessary at the time of laying concrete with cost and conveyance taxes royalty of all materials etc. with all labour and T&P required for the work complete as per direction of Engineer-in-charge. |
| 36 | Top Plugging |
| 37 | Providing Cement concrete (1:3:6) using 4 cm size HG (C.B.) metal in foundation upto a required depthbelow ground level and upto a required height above ground level/bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge (With shuttering) |
| 38 | Providing & filling good clean river sand of approved qualityincluding watering to complete saturation & ramming completeincluding cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 39 | Back filling behind abutmment, wing walls & return wallswith sand including watering to complete saturation & ramming complete including cost. , conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 40 | Providing & fixing of HYSDbars confirming to approved grade cutting bending , binding, lapping, splicing, welding etc. (conforming to ISI specification ) & jointing if necessary be lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge ( as toapproved by the Deptt. ) etc. complete (Weight of binding wire shall not be considered for payment at all which will be bome by the contractor (standard CO-efficient of different size of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC - 21/1987)as per specification and direction of Engineer in charge. |
| 41 | Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixingwith resin of required grade & strength / holding down holts of standardspecification including cost, conveyance, taxes of materials with cost of all labour T & P&othermachineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use (test certificate to be furnished) |
| 42 | Providing, fitting & Fixing Anchor bars upto 28mm Dia to the founding level at rock strata of pier and abutments as per approved design and proportion of cement mortar including cost, conveyance, & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bendng, binding, tying the grills & placing in position as per specification and direction of Engineer-in-Charges. |
| 43 | Providing and fixing strip seal expansion joint board approved by Deptt. Including cost, conveyance, taxes, cess, all labour, T&P etc. completed as per specification and direction of Engineer-in-Charge |
| 44 | Providing & fixing C.I. grating to holes in deck slabs upto 15cm dia for drainage of water including cost of materials and T&Prequired for the work as directed by the Engineer-in-Charge |
| 45 | Providing filter media in the rear of abutment & wing walls, return wall with 45mm. size clean hand broken granite metal of approved quality from approved quarry as per specification & direction of the Engineer-in-Charge including cost, conveyance royality, Cess & taxes of all materials T&P articles required for the work etc. complete as per direction of Engineer in charge. |
| 46 | Rough stones dry packing in approns & revetments of designed thickness on slope using 30 cm & above size hard broken granite stones of approved quality free from weathering skin & from approved quarry including filling the interstices with small stones spalls etc. wth cost, conveyance, royalty, with all leads & lifts & taxes of all materials & labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50 Kg. ) as per specification & direction of Engineer-in-Charge. |
| 47 | Supplying & fixing 15 cm dia 1.00 long guard posts of RCC (1:2:4) using 7.5 Kg. of steel for each guard posts with 12mm size black hard granite stone chips including cost of all reinforcemant & materials centering, shuttering & watering, curing etc. complete as per specification and direction of EIC |
| 48 | Levelling the hard rock surface under wells for piers, abutments & wingwalls including with cost, conveyance, royalty and other taxes of all materials and cost of all labour T & P required for the work complete in all respects & as directed by the Engineer-in-Charge. |
| 49 | Painting two coats with weather coat of approved shed over a coat of primer after cleaning the surface including cost of the paint sand papering polishing the surface with cost, conveyance, royality of all materials and labour with T&P required for the work etc. complete as per direction of Engineer in charge. |
| 50 | Enamel painting two coats over a coat of primer with any approved water proofing cement paint with brush towall surface after cleaning the surface including cost of the paint sand papering polishing the surface with cost, conveyance, royality of all materials and labour with T&P required for the work etc. complete as per direction of Engineer in charge. |
| 51 | Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge. |
| 52 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curingetc. complete, under supervisionof Engineer-in-Charge.(1200mmx900mm Rectangle) Main information board (one side) |
| 53 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curingetc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle) (Asset Board) (One side) |
| 54 | APPROACH ROADLoosening, Levelling & compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150 mm ,mixed with water at O.M.C. and then compacted by rolling so as to achieve the minimum dry density as given in Table300-2for embankment construction and Clause 305 of MoSRT&H SpecificationsforRoad & Bridge works (Latest Revision ) as per direction of the Engineer-in-Charge. |
| 55 | Earth work in hard soil or gravelly soil in embankment roads etc within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specificaiton approved by the Department alongwith proper compaction with H.R.R. including Cost of all labour, T&P and Cess etc. complete as per direction of the E.I.C. |
| 56 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made on compacted level section) only |
| 57 | Providing compacted granular subbase as per approved thickness using gravel or moorum satisfying the PI value including cost, conveyance taxes, royality of all materials and laying, spreading in uniform layers, watering and compacting with 8-10 T power roller to 98% of proctor\"s density complete for finished item of work as per direction of the Engineer-in-charge. |
| 58 | Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm size to water bound macadam (Grading –II) specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials of moorum or gravel to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour,T&P and cost, conveyance royality & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge. |
| 59 | Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4 mm size to water bound macadam (Grading –III) specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials of moorum or gravel to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour,T&P and cost, conveyance royality & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge. |
| 60 | Providing & applying the primer coat with Bitumen Emulsion (SS-1) on prepared Surface of Granular base including cleaning of road Surface & spraying primer at the rate of 0.60kg/sqm using mechanical means as per technical specification Clause-502 of MoRD & as per direction of Engineer-in-Charge. |
| 61 | Providing supplying tack coat using bitumen pressure distributor @ of 2 Kg per 10 sqm after scraping cleaning the road surface with mechanical brooms including cost, conveyance royality, Cess of all materials, T&P labour, hire charges of machinaries etc. complete as per direction of the Engineer in charge. |
| 62 | Providing, laying 20mm thick Premix Carpet using 0.27 cum of 13.2 mm to 5.6mm size crusher stone chipping and 14.60 Kg penetration grade of 60/70 bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers , hot mix plant and all other T&P articles including cost, conveyance, royality, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge. |
| 63 | Providing and laying 6mm thick pre-coated seal coat using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8 Kg of penetation grade of 60/70 bitumen per 10 sqm including hire and running charges of PRR, bitumen mixture, tar boiler, hot mix plantand all other T&P articles including cost, conveyance, royality, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge. |
| 64 | RETAINING WALLEarth work in excavation in all kinds of soil of foundation with all leads and lifts includings dressing the sides & levelling the bed of the foundation to the required width & depth including dewatering if necessary and stacking the excavated materials away form working side including Cost of all labour, T&P and Cess etc. complete as per direction of the E.I.C. |
| 65 | Providing & filling good clean river sand of approved qualityincluding watering to complete saturation & ramming completeincluding cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 66 | Providing Cement concrete M-15 in foundation upto a required depthbelow ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge |
| 67 | In Foundation |
| 68 | In substructure |
| 69 | Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge. |
AI Tender Summary
Tender Timeline
Apr 30, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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