Tender For Construction Of Bridge Over Local Nallah At 1.29Km On Tangabila Bakala Road (Rd) In The District Of Mayurbhanj Under Bsy For The Year 2023-24.
Tender Value
2.58 Crore
Estimated cost
Bid Submission
09 Sep 2023
0 days left
EMD
2.58 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
karanjia → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bridge Over Local Nallah At 1.29Km On Tangabila Bakala Road ( Rd ) In The District Of Mayurbhanj Under Bsy For The Year 2023-24.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in cutting inin all kinds of soil including moorum and stoney earth and gravel mixed with boulders with all leads and lifts and depositing the excavated materials away from the work area complete as per specification and direction of the E.I.C. including cost of all labour and T&P articles requdired for the work etc. complete in all respect up to bed level |
| 2 | Earth work in excavation of foundation in all kinds of soil including moorum and stoney earth and gravel mixed with boulders with all leads and lifts including dressing the sides and levelling the bed of the foundation to the required width and requdired depth including shoridng shuttering, proping bullah, pilling, dewatering from foundation supplying and working of pumps including hire and running charges of pumps and all machineries required for the work and providing coffer dam if required and stacking the excavated materials away from the working areas as directed by the Engineer-in-charge , beldow bed level. |
| 3 | Supplying & fillingfoundation and plinth good clean river sandincluding watering to complete saturation & ramming complete with all leads & lifts including cost. conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete( measurement will be taken for compacted section as per direction of Engineer-in-Charge.) |
| 4 | Cement concrete (1:3:6) with 4cm size hand broken hard granite metal of approved quality from approved quarry including hoisting, lowering and laying in position in layers not exceeding 15 cm thick with proper packing and ramming by means of vibrator to proper slope and level including curing, dewatering, shoring shuttering if necessary at the time of laying concrete with cost, conveyance, royalty and taxes of all materials required for the work including supplying and working of pumps and all other materials required for the work, T&P articles finishing the exposed surface smooth as per specification and direction of the Engineer-in-charge, providing grooves and beads where necessary etc. complete in all respect. |
| 5 | In foundation |
| 6 | In Substructure |
| 7 | Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes testedat 28 days including curing (tests 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 20 mm.and down gradesizeof approved quality to be protested 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 concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxesof all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge. |
| 8 | In foundation |
| 9 | In Substructure |
| 10 | RCC of design mix of M-300 grade having specified characteristics compressivestrength/ 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 10mm. 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 works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalities and all leads & lifts, cost of all labour T&P & machenaries etc. required for the work other taxes of all materials with allincluding dewatering if necesary, 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 specing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) |
| 11 | RAFT |
| 12 | Abutment and Pier shaft |
| 13 | Abutment and Pier cap |
| 14 | Wearing coat |
| 15 | Approach slab |
| 16 | RCC of design mix of M-250 grade having specified characteristics compressivestrength/ 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 10mm. 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 works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalities and all leads & lifts, cost of all labour T&P & machenaries etc. required for the work other taxes of all materials with allincluding dewatering if necesary, 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 specing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) |
| 17 | Deck slab |
| 18 | Kerb & Dirt wall |
| 19 | Post and railing |
| 20 | Supplying of HYSD bars confirming to grade IS-415 cutting bending, binding, lapping, spacing, welding etc.(conforminhg to ISI specification ) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC works as per the approved design, hoisting, lowering and laying position including cost, and conveyance of tor steel and 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 and welding and lapping should confirm to relevant clause of IRC-21/1987) |
| 21 | Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size and down graded hand broken granite metal of approved quality from approved quarry free from debries & foreign materials as per specification and direction of the Engineer-in-charge including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc. complete. |
| 22 | Providing weep holes in RCC abutment & wing walls with 100mm dia AC pipe extending through the full width of structure with slope of 1V:20H towards drawing face including metal spall backing 30cmx30cm size in rear complete complete as per drawing and technical specification and as per direction of Engineer-in-charge. |
| 23 | Rough stone dry packing in approns and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge. |
| 24 | Back fillingwith granular materialwith all leads & lifts including cost. conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete as per direction of Engineer-in-Charge. |
| 25 | Grouting to approns and revetments 23cm deep with C.C.(1:4:8) using 2.5 cm size HGCB metal ncl. cost ,conveyance,royalty and taxes of all materials ,labour and T&P etc. all complete. |
| 26 | Providing fitting & fixing strip seal expansion joints withcost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge. |
| 27 | Providing C.I. grating to holes size up to 15 cm dia for each drainage of water incl. cost of all material. |
| 28 | Painting on concrete surfacesproviding and applying 2coats of waterbased cement paint to unplastered concrete surfaces etc. complete. |
| 29 | Dismantling of cement concrete of existing structure incl. stacking the useful materials and removing the debris within 50m lead etc. complete. |
| 30 | Construction of embakment with approved materials obtained from borrow pits with all leads and lifts transporting to site by mechanical meansspreding grading to required slope compacting to meet requrement of table 300.2 and clause 305 of MOSRTH specification for road and bridge works (4th revision) |
| 31 | Construction of Granular sub-base by providing moorum and sand admixturel, spreading in uniform layers withgrader on prepared surface, mixing by mix in place method if required with rotavator, to achieve PI value less than 6and compacting at OMC with smoothwheelroller to achieve thedesired density, complete as per Technical Specification anddirection of the Engineer-in-Charge. |
| 32 | Providing 75 mm thick W.B.M.using IRC metal to proper camber and grade including hand packing & compacting with PRR conveyingmoorum from stacks, filling the interstics, spreading the same over metalled surface in required quantities, watering, incl. carriage of water consolidating with PRR incl.cost,conveyance, royalties and taxes of all materials, hire and running charges of PRR and all other machineries cost & conveyance of water, T&P, labour etc. complete as per specification and direction of the E.I.C..( A / R page 162 / 41) |
| 33 | WBM GR - II |
| 34 | WBM GR - III |
| 35 | Providing and laying primer coat @ 6.0 kg of bitumen emulsion ( SS - 1 ) per 10 sqm incl. cost of material and labour etc. all complete. |
| 36 | Providing and laying tack coat @ 2.0 kg of bitumen ( RS - 1 ) per 10 sqm incl. cost of material and labour etc. all complete. |
| 37 | Providing and laying 20mm thick PMC using 0.27 cum of 13.2mm to 5.6mm size HGCB chips for 10 sqm with 14.60 kg penetrate grade of bitumen, conveying chips from stacks at work site or at approved stacking yard, feeding into hot bitumen mixer, heating bitumen into required temp. for pre-coating, chips in required quantity to ensure thorough precoating,conveying precoated chips from the mixer and laying the same, incl. hand packing to proper camber and consolidation with PRR, inclusive of hire and running charges of PRR, bitumen mixer, tar boiler and cost,conveyance, royalties and taxes of all materials, cost of bitumen and labour & T&P etc. complete as per the direction of E.I.C.. |
| 38 | Providing and laying 6mm thick precoated seal coating with 6.8 kg of road tar or maxphalt or asphalt for 10 sqm for precoating, heating to required temperature, pouring uniformly over road surface, conveying and spreading uniformly 6.7mm size HGCB chips and down graded as per seive analysis @ 0.06 cum for 10 sqmand rolling with PRR incl. hire and running charges of PRR ,tar boiler and cost,conveyance, royalties and taxes of all materials, cost of bitumen and labour & T&P etc. complete as per the direction of E.I.C.. |
| 39 | Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge. |
AI Tender Summary
Tender Timeline
Aug 25, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 11, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender