Construction Of H.L.Bridge Over River Kanhu At 9.00 Km On Badampahad-Uperbeda Road In The District Of Mayurbhanj For The Year 2022-23 Under Bsy.
Tender Value
7.07 Crore
Estimated cost
Bid Submission
12 Jul 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
rairangpur → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of H.L.Bridge Over River Kanhu At 9.00 Km On Badampahad-Uperbeda Road In The District Of Mayurbhanj For The Year 2022-23 Under Bsy.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in cutting over burden earth in all kinds of soil within initial lead & initial lift including rough dressing & breaking cloted etc complete as per the direction of Engineer-In-Charge. |
| 2 | Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 3 | Supplying, fitting, fixing steel cutting edge including cost of all materials, labour for cutting,bending,welding,installation,all required machinery ,conumable etc. complete as per specification & Direction of Engineer-in charge. |
| 4 | RCC of design mix of M-250 grade having specified characteristics compressive strength/ target mean strength of 250kg./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/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm to 20mm. .sizes & proportion as specified in clause-302.6.2 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 & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tightsteel centering , shuttering& form worksfinishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) |
| 5 | Well Curb |
| 6 | Column, Wing Wall |
| 7 | Railing & Post |
| 8 | Labour for sinking single circular wellof specified external diameter in all kinds of soil/DI Rock/Wether Rock to lines levels & plumb by scoping out from inside the well & below the steining by chiselling, grabbingincluding cost of dredging chiseling, hammering, cutting with pick axes & corw bars, jack hammers or using any other modern devices,including cost of necesary tools & plants supply & work of pumps, gredgers & compressors, derrick, winches, cranes etc. ballings out of water & gredging removing all materials & obstacles 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 |
| 9 | Upto 10.00m depth |
| 10 | Abutment 7.5m dia well |
| 11 | Pier 7.0 m dia well |
| 12 | 11th Successive Mtr. Depth |
| 13 | Abutment 7.5m dia well |
| 14 | Pier 7.0 m dia well |
| 15 | 12th Successive Mtr. Depth |
| 16 | Abutment 7.5m dia well |
| 17 | Pier 7.0 m dia well |
| 18 | 13th Successive Mtr. Depth |
| 19 | Abutment 7.5m dia well |
| 20 | Pier 7.0 m dia well |
| 21 | 14th Successive Mtr. Depth |
| 22 | Abutment 7.5m dia well |
| 23 | Well sinking of 7.5/7.0m. Dia RCC well insoft rock to lines levels & plumb by scooping out from inside & below the steining including cost of hire & running charges of T&P and supplying & working of pumps bailing out of water and removal of all material and obstacle from inside the well by divers etc. including precuation against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge. |
| 24 | Abutment 7.5m dia well |
| 25 | Pier 7.0 m dia well |
| 26 | Well sinking of 7.5/7.0m. Dia RCC well inhard rock to lines levels & plumb by scooping out from inside & below the steining including cost of hire & running charges of T&P and supplying & working of pumps bailing out of water and removal of all material and obstacle from inside the well by divers etc. including precuation against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge. |
| 27 | Abutment 7.5m dia well |
| 28 | Pier 7.0 m dia well |
| 29 | Cement concreteof M-150 grade having maximum compressive strength of 150kg./cm2 (test to be conducted ) on 150 mm. cubes tested at 28 days curing (test to be conducted in accordance with IS 456/IS 516) &conforming to clause -302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40mm size down grade of approved quality (to be tested in the laboratory) obtained from approved quarry. The proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering & laying concrete in layers not exceeding 150mm thick each compacting with vibrators watering & curing for 28 days including water tightsteel centering , shuttering& form worksfinishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties & taxes of all labour T&P & machineries etc. required for the work complete in all respects including dismantling the centering & shutteringas per specification & direction of the Engineer-in-Charge. |
| 30 | Bottom Plugging |
| 31 | Top Plugging |
| 32 | Supplying & filling good clean river sand inside the well, filling infoundation of Retaining wall,drain,culvert and in approach road including watering to complete saturation & ramming complete with all leads & lifts as per approved Drawing & Technical Specifications and as per Section - 2100 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision) including cost,conveyance,royalty & taxes of all materials & cost of all labour & T & P required for the work complete. (Measurement will betaken foe compacted section as per direction of the Engineer in Charge |
| 33 | RCC of design mix of M-200 grade having specified characteristics compressive strength/ target mean strength of 200kg./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/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm to 20mm. .sizes & proportion as specified in clause-302.6.2 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 & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tightsteel centering , shuttering& form worksfinishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) |
| 34 | Well steining |
| 35 | RCC of design mix of M-300 grade having specified characteristics compressive strength/ target mean strength of 300kg./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/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm to 20mm. .sizes & proportion as specified in clause-302.6.2 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 & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tightsteel centering , shuttering& form worksfinishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) |
| 36 | Well Cap |
| 37 | Abutment, Pier shaft |
| 38 | Abutment & Pier Cap |
| 39 | Dirt wall |
| 40 | Super structure |
| 41 | wearing coat |
| 42 | Supply of HYSD bars confirming to grade Fe-500 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance oftor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987) |
| 43 | Supplying,Testing, fitting, fixing in position POT-PTFE bearing as per approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries 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) |
| 44 | Supplying fitting fixing in position Single strip seal expansion joint including anchorage catering to a horizontal movement beyond 70mm and up to 140mm as per drawing & Technical specifications to be installed by the manufactures / supplier ensuring compliance to the manufactures instructions for installations. |
| 45 | Providing weep holes in Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face including metal spall backing 30cm x 30cm size in rear complete as per the approved design & drawing including providing shuttering with cost, conveyance, royalties & taxes of all materials, labour etc complete in all respect as per specification & direction of the Engineer in charge. |
| 46 | Providing and laying Filter Media with stone aggregates of 45mm size HB Stone satisfying requirements laid down in as per approved Drawing & Technical Specifications and Clause 2504.2.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 47 | Back filling with sandy material behind abutment, wing wall & return wall complete including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge. |
| 48 | Providing of dry rubble rock toe with blasted and quarried granite boulders of hard granite material as per specification & direction of the Engineer in charge. |
| 49 | Providing fitting, fixing C.I grating to holes in deck slab including cost & taxes etcas per specification & direction of the Engineer-in-Charge. |
| 50 | Fixing of anchoring bars upto 25mm to 38mm diain foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in chargeexcluding cost of M.S. rods . |
| 51 | Supplying and fixing 15cm dia 1.00m long guard posts / Boundary Pillar of RCCM-15 using 7.5 Kg of steel for each guard post with 20mm size H.G (c.B) chips including cost of all reinforcement and materials centering shuttering and watering carrying etc, complete. |
| 52 | Levelling the hard rock surface under wells for Piers, Abutment & wing wall etcas per specification & direction of the Engineer-in-Charge. |
| 53 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 54 | Providing Cement Concrete (1:3:6) etc completeas per specification & direction of the Engineer-in-Charge. |
| 55 | Rough stone dry packing in aprons , revetments & slope of road embankment of designed thickness using 30cm and above size hard broken granite stone of approved quality including, filling the interstices with small stones spalls etc. with cost, conveyance, royalty and with all leads and lift & taxes of all materials & cost of all labour & T & P etc complete in all respect ( the weight of each stone shall not be less than 50 Kg to 70Kg) and as per direction of the Engineer in Charge. |
| 56 | Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres etc. |
| 57 | Earth work for road embankment in all kinds of soil from approved borrow areas including all leads & lifts & carriage with mechanical means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction withPRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge. |
| 58 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smoothwheelroller to achieve thedesired density etc as per specification & direction of Engineer-in-Charge. |
| 59 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of H.G stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required densityas per Technical Specification Clause 404 of MoSRT&H specificationsincludingcost, conveyance, royalty, taxes, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge. |
| 60 | WBM Grade - II |
| 61 | WBM Grade - III |
| 62 | Providing and applying primer coat with bitumen emulsion SSon the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm usingmechanical means as per clause 502 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) |
| 63 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) |
| 64 | Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using S-60/70 penetration grade bitumen to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN static Roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 65 | Providing and laying premix seal coat 6mm thick precoated seal coat Type-B using 0.06cum of 6.7mm size chips as per sieve analysis and 6.8kg of bitumen per 10sqm including hire and running charges of PRR, hot mix plant tar and all labours and T &P etc. |
| 66 | Coment concrete (1:1.5:3) using 20mm down graded chips includinghoisting, laying etc complete. (Overlay for Damaged Conrete Road) |
| 67 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical speci |
| 68 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge. |
| 69 | 1000 mm dia single row. |
| 70 | Plaincement concrete M-15 grade in complete as per drawing and technical specification. |
| 71 | Foundation |
| 72 | Substructure. |
AI Tender Summary
Tender Timeline
Jun 28, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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